JP4496489B2 - Method for controlling raw sludge supply amount of dehydrator and its control device - Google Patents

Method for controlling raw sludge supply amount of dehydrator and its control device Download PDF

Info

Publication number
JP4496489B2
JP4496489B2 JP2005334199A JP2005334199A JP4496489B2 JP 4496489 B2 JP4496489 B2 JP 4496489B2 JP 2005334199 A JP2005334199 A JP 2005334199A JP 2005334199 A JP2005334199 A JP 2005334199A JP 4496489 B2 JP4496489 B2 JP 4496489B2
Authority
JP
Japan
Prior art keywords
sludge
mixing tank
coagulation
tank
amount
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP2005334199A
Other languages
Japanese (ja)
Other versions
JP2007136347A (en
Inventor
学 山下
雅義 片山
博一 河崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ishigaki Co Ltd
Original Assignee
Ishigaki Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ishigaki Co Ltd filed Critical Ishigaki Co Ltd
Priority to JP2005334199A priority Critical patent/JP4496489B2/en
Publication of JP2007136347A publication Critical patent/JP2007136347A/en
Application granted granted Critical
Publication of JP4496489B2 publication Critical patent/JP4496489B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Treatment Of Sludge (AREA)

Description

この発明は、上水汚泥、下水汚泥または産業排水汚泥等に凝集剤を添加する脱水機前段の汚泥調質処理に関し、特に、脱水機前段に濃縮機能付凝集混和槽と標準の凝集混和槽を併用して、汚泥ポンプと薬注ポンプの相互管理により、原汚泥の供給流量を一定として、脱水機に圧入する凝集汚泥の供給圧を規定値内に調整する脱水機の原汚泥供給量一定制御方法並びに原汚泥供給量一定制御装置に関する。   The present invention relates to a sludge tempering treatment before a dehydrator for adding a flocculant to water sludge, sewage sludge, industrial wastewater sludge, etc. In combination, the sludge pump and chemical injection pump are mutually managed, the raw sludge supply flow rate is kept constant, and the supply pressure of the coagulated sludge that is press-fitted into the dehydrator is adjusted within the specified value. The present invention relates to a method and a raw sludge supply amount control device.

大都市では多数の処理場からの汚泥を受け入れ、集約して汚泥処理を行っている。汚泥の受入量に対して貯留槽が小さく、大量処理が要求されるため、供給する原汚泥の連続式の流量一定運転が必要になる。脱水機の安定運転のための汚泥の圧入圧一定制御では、汚泥濃度やろ過性の変動により、固形物の処理量が変動する。高濃度の汚泥ほど固形物の処理量は大きくなり、低濃度になるに従い固形物の処理量は少なくなる。従来のスクリュープレスの前段に配設する汚泥の凝集処理装置としては、汚泥の圧入ポンプにラインミキサーと凝集混和槽を直列状に接続し、圧入ポンプの供給圧で汚泥と高分子凝集剤を撹拌混合する凝集装置は、例えば、特許文献1に記載してあるように、本願発明の出願人が提案している。また、濃縮可能な濃縮機能付凝集混和槽としては、密閉型処理槽に撹拌羽根を配設した凝集部とスクリーンを張設した濃縮部に区分し、原液供給ポンプとろ液の定量排出器を制御して、凝集汚泥を設定倍率に濃縮する汚泥濃縮装置も、特許文献2に記載してあるように、本願発明の出願人が提案している。   In big cities, sludge from many treatment plants is accepted and concentrated. Since the storage tank is small with respect to the amount of sludge received and a large amount of processing is required, continuous operation with a constant flow rate of the supplied raw sludge is required. In the constant control of sludge press-fitting pressure for stable operation of the dehydrator, the amount of solids processed varies due to variations in sludge concentration and filterability. The higher the sludge, the greater the amount of solids processed, and the lower the concentration, the lower the amount of solids processed. As a sludge coagulation treatment device installed in the previous stage of the conventional screw press, a line mixer and a coagulation mixing tank are connected in series to the sludge press-in pump, and the sludge and polymer coagulant are stirred by the supply pressure of the press-in pump. The aggregating apparatus to be mixed has been proposed by the applicant of the present invention as described in Patent Document 1, for example. In addition, the agglomeration mixing tank with a concentration function that can be concentrated is divided into an agglomeration part with a stirring blade in a closed processing tank and a concentrating part with a screen stretched, and the stock solution supply pump and the filtrate quantitative discharger are controlled. And the applicant of this invention has also proposed the sludge concentration apparatus which concentrates agglomerated sludge to a set magnification as it is described in patent document 2. FIG.

特開平10−192900号公報(段落番号0007,図2)Japanese Patent Laid-Open No. 10-192900 (paragraph number 0007, FIG. 2) 特開2000−325997号公報(段落番号0008乃至段落番号0010,図3)JP 2000-325997 A (paragraph numbers 0008 to 0010, FIG. 3)

従来の標準的な凝集混和槽で懸濁物質のフロックを生成させ、凝集汚泥の所定流量をスクリュープレスに供給する流量一定運転では、固形物処理量が増加し、或いは汚泥性状が悪化した時には対応が困難であった。従来方法で流量一定運転を行なうためには、スクリュープレスの処理能力に余裕を持たせるため、一段大きいスクリュープレスを選定する必要がある。そして、汚泥の圧入ポンプと加圧脱水機の間にラインミキサーと凝集混和槽を直列状に接続した汚泥の凝集装置は、一台の圧入ポンプで高分子凝集剤を充分に混和させ、希薄な汚泥から高粘性の汚泥まで混和が可能となるものであるが、脱水機に供給する原汚泥の流量を一定とする脱水機の原汚泥供給量一定制御では、原汚泥の汚泥濃度や汚泥性状に変動があり、脱水ケーキの含水率にばらつきが生じ、後工程に支障を来たす恐れがある。また、従来の濃縮機能付凝集混和槽は、ろ液の排出量を規制することにより所定の濃縮汚泥が得られるが、急激に変動する汚泥濃度や汚泥性状に対しては、対応できる能力に限界がある。この発明は、脱水機前段の汚泥調質装置として、濃縮機能付凝集混和槽と標準的な凝集混和槽を直列に配設し、一定流量の原汚泥を濃縮機能付凝集混和槽に供給し、脱水機に圧入する凝集汚泥の圧入圧を規定値内に維持しながら、濃縮機能付凝集混和槽のタンク内圧の変動に伴い、濃縮機能付凝集混和槽に添加する高分子凝集剤の薬注率を調整して濃縮機能付凝集混和槽のタンク内圧を規定値内に維持させる脱水機の原汚泥供給量一定制御方法並びにその制御装置を提供する。   A constant flow rate operation that generates flocs of suspended solids in a conventional standard flocculation mixing tank and supplies a predetermined flow rate of flocculated sludge to the screw press can handle solids processing volume increases or sludge properties deteriorate. It was difficult. In order to perform a constant flow rate operation by the conventional method, it is necessary to select a screw press that is one step larger in order to allow a sufficient processing capacity of the screw press. The sludge agglomeration device, in which a line mixer and a coagulation mixing tank are connected in series between the sludge press-in pump and the pressure dehydrator, fully mixes the polymer flocculant with a single press-in pump, and is diluted. Mixing from sludge to highly viscous sludge is possible, but with constant control of the raw sludge supply amount of the dewatering machine that keeps the flow rate of the raw sludge supplied to the dehydrator constant, the sludge concentration and sludge properties of the raw sludge are adjusted. There is a fluctuation, and the moisture content of the dewatered cake may vary, which may hinder the subsequent process. In addition, the conventional coagulation mixing tank with a concentration function can obtain a predetermined concentrated sludge by regulating the discharge amount of the filtrate, but it is limited to the ability to cope with rapidly changing sludge concentration and sludge properties. There is. This invention, as a sludge conditioning device in front of the dehydrator, a coagulation mixing tank with a concentration function and a standard coagulation mixing tank are arranged in series, and a constant flow of raw sludge is supplied to the coagulation mixing tank with a concentration function, The rate of chemical flocculant added to the coagulation / mixing tank with concentration function as the tank pressure of the coagulation / mixing tank with concentration function changes as the pressure of the coagulation sludge injected into the dehydrator remains within the specified value. A control method and a control device for a constant amount of raw sludge supplied to a dehydrator for maintaining a tank internal pressure of a coagulation mixing tank with a concentration function within a specified value by adjusting

この発明に係る脱水機の原汚泥供給量一定制御方法は、定量型汚泥ポンプと高分子供給ポンプを連結した一段目の濃縮機能付凝集混和槽と、濃縮汚泥ポンプと高分子供給ポンプを連結した二段目の凝集混和槽を直列に配設し、凝集混和槽のタンク圧により凝集汚泥を脱水機に圧入する汚泥の前処理装置において、一定流量の原汚泥と所定量の高分子凝集剤を濃縮機能付凝集混和槽に供給して濃縮汚泥濃度を調整し、ろ液の一部を分離した濃縮汚泥を凝集混和槽に圧送して、凝集混和槽のタンク内圧が一定となるように、濃縮汚泥ポンプの回転数を制御して、脱水機に圧入する凝集汚泥の圧入圧を維持した後、濃縮機能付凝集混和槽のタンク内圧の変動に応じて、濃縮機能付凝集混和槽に供給する高分子凝集剤の薬注率を変化させて濃縮機能付凝集混和槽のタンク内圧を規定値内に維持し、更に、濃縮汚泥の汚泥流量が規定値内に改善出来ない時には、高分子凝集剤を凝集混和槽に添加して、凝集汚泥のろ過性を改善する脱水機の原汚泥供給量一定制御方法であり、一定流量の原汚泥を供給し、一段目の濃縮機能付凝集混和槽で濃縮濃度を調整し、二段目の凝集混和槽で処理量を増減することにより、脱水機に圧入する凝集汚泥の圧入圧を規定値内に維持することができる。   The raw sludge supply amount constant control method of the dehydrator according to the present invention is a first-stage agglomeration mixing tank with a concentration function in which a quantitative sludge pump and a polymer supply pump are connected, and a concentrated sludge pump and a polymer supply pump are connected. In the sludge pretreatment device, a second stage coagulation mixing tank is arranged in series, and the coagulation sludge is pressed into the dehydrator by the tank pressure of the coagulation mixing tank. Concentrated sludge concentration is adjusted by supplying to a coagulation mixing tank with a concentration function, and concentrated sludge from which a part of the filtrate has been separated is pumped to the coagulation mixing tank and concentrated so that the tank internal pressure of the coagulation mixing tank is constant. After controlling the number of revolutions of the sludge pump to maintain the pressure of the coagulated sludge that is injected into the dehydrator, the high pressure supplied to the coagulation mixing tank with the concentration function according to the fluctuation of the tank internal pressure of the coagulation mixing tank with the concentration function With concentration function by changing the drug injection rate of molecular flocculant When the internal pressure of the collection tank is maintained within the specified value, and the sludge flow rate of the concentrated sludge cannot be improved within the specified value, a polymer flocculant is added to the coagulation mixing tank to improve the filterability of the coagulated sludge. This is a method to control the amount of raw sludge supplied to the dehydrator to be improved, supplying a constant flow of raw sludge, adjusting the concentration concentration in the first stage coagulation mixing tank with a concentration function, and treating the amount in the second stage coagulation mixing tank. By increasing or decreasing the pressure, the press-fitting pressure of the coagulated sludge that is press-fitted into the dehydrator can be maintained within a specified value.

そして、汚泥濃度の変動に対する脱水機の原汚泥供給量一定制御方法は、原汚泥の汚泥濃度が低くなり、固形物処理量が減少して凝集混和槽のタンク内圧が低下した時には、濃縮汚泥ポンプの回転数を上昇させて、脱水機に圧入する凝集汚泥の圧入圧を規定値内に維持した後、濃縮機能付凝集混和槽に添加する高分子凝集剤の添加量を少なくして濃縮率を低下させ、脱水機の負荷を増加して凝集混和槽のタンク圧を上昇させ、濃縮汚泥の汚泥量を設定値内に復帰させると共に、原汚泥の汚泥濃度が高くなり、固形物処理量が増加して凝集混和槽のタンク内圧が上昇した時には、濃縮汚泥ポンプの回転数を下降させて、脱水機に圧入する凝集汚泥の圧入圧を規定値内に維持した後、濃縮機能付凝集混和槽に添加する高分子凝集剤を多くして濃縮率を改良し、脱水機の負荷を軽減して凝集混和槽のタンク圧を下降させ、濃縮汚泥の汚泥量を設定値内に復帰させて、一定流量の原汚泥を縮機能付凝集混和槽に供給しながら、脱水機に圧入する凝集汚泥の供給圧を規定値内に維持させる脱水機の原汚泥供給量一定制御方法である。   And the constant sludge supply amount control method of the dehydrator for fluctuation of sludge concentration is the concentrated sludge pump when the sludge concentration of the raw sludge becomes low, the solids processing amount decreases and the tank internal pressure of the coagulation mixing tank decreases. After increasing the rotation speed of the coagulation sludge and keeping the pressure of the coagulated sludge injected into the dehydrator within the specified value, the amount of the polymer coagulant added to the coagulation mixing tank with the concentration function is reduced to increase the concentration rate. Decrease, increase dehydrator load and increase tank pressure of coagulation mixing tank, return the sludge amount of the concentrated sludge to the set value, increase the sludge concentration of the raw sludge, increase the solids treatment amount When the tank internal pressure of the flocculation / mixing tank rises, the rotational speed of the concentrated sludge pump is lowered to maintain the pressure of the flocculated sludge to be pressed into the dehydrator within the specified value, Concentrate by adding more polymer flocculant to be added To reduce the load on the dehydrator, lower the tank pressure of the coagulation mixing tank, return the sludge amount of the concentrated sludge to the set value, and supply the raw sludge at a constant flow rate to the coagulation mixing tank with a compression function. On the other hand, this is a method for controlling the amount of raw sludge to be supplied to the dehydrator to maintain the supply pressure of the coagulated sludge that is press-fitted into the dehydrator within a specified value.

更に、凝集混和槽に圧送する濃縮汚泥の汚泥量が、濃縮機能付凝集混和槽に添加する高分子凝集剤の添加量を少なくしても、所定時間連続して規定値以内に減少しない時には、凝集混和槽に添加する高分子凝集剤を少なくして脱水機に供給する凝集汚泥のろ過性を低下させ、凝集混和槽のタンク圧を上昇させて濃縮汚泥の汚泥量を設定値内に復帰させると共に、高分子凝集剤の添加量を多くしても、濃縮汚泥の汚泥量が所定時間連続して規定値内に増加しない時には、凝集混和槽に添加する高分子凝集剤を多くして、脱水機に圧入する凝集汚泥のろ過性を改善し凝集混和槽のタンク圧を低下させて濃縮汚泥の汚泥量を設定値内に復帰させる脱水機の原汚泥供給量一定制御方法である。   Furthermore, when the sludge amount of the concentrated sludge to be pumped to the flocculation mixing tank does not decrease within the specified value continuously for a predetermined time even if the addition amount of the polymer flocculant added to the flocculation mixing tank with a concentration function is reduced, Decrease the filterability of the coagulated sludge supplied to the dehydrator by reducing the polymer coagulant added to the coagulation mixing tank, and raise the tank pressure of the coagulation mixing tank to return the sludge amount of the concentrated sludge to the set value. At the same time, if the amount of sludge in the concentrated sludge does not increase within the specified value continuously for a predetermined time even if the amount of the polymer flocculant added is increased, the polymer flocculant added to the flocculent mixing tank is increased and dewatered. This is a method for controlling the amount of raw sludge supplied to the dehydrator to improve the filterability of the coagulated sludge injected into the machine and lower the tank pressure in the coagulation mixing tank to return the sludge amount of the concentrated sludge to the set value.

汚泥性状の変動に対する脱水機の原汚泥供給量一定制御方法は、原汚泥の汚泥性状が好転し、凝集混和槽のタンク内圧が低下して、凝集混和槽に圧送する濃縮汚泥の汚泥量が増加した時には、濃縮機能付凝集混和槽に添加する高分子凝集剤の添加量を少なくして濃縮率を低下させて、脱水機の負荷を増加して凝集混和槽のタンク圧を上昇させ、濃縮汚泥の汚泥量を設定値内に復帰させると共に、原汚泥の汚泥性状が悪化して凝集混和槽のタンク内圧が上昇し、凝集混和槽に圧送する濃縮汚泥の汚泥量が減少した時には、濃縮機能付凝集混和槽に添加する高分子凝集剤を多くして濃縮率を改良し、脱水機の負荷を軽減して凝集混和槽のタンク圧を下降させ、濃縮汚泥の汚泥量を設定値内に復帰させる脱水機の原汚泥供給量一定制御方法である。   The constant sludge supply control method of the dehydrator for fluctuations in sludge properties improves the sludge properties of the raw sludge, reduces the tank internal pressure of the coagulation mixing tank, and increases the amount of concentrated sludge pumped to the coagulation mixing tank. When the slag is concentrated, the amount of the polymer flocculant added to the flocculation / mixing tank with a concentration function is reduced to reduce the concentration rate, the load on the dehydrator is increased to increase the tank pressure of the flocculation / mixing tank, and the concentrated sludge When the sludge amount of the raw sludge deteriorates and the internal pressure of the coagulation mixing tank increases and the amount of concentrated sludge pumped to the coagulation mixing tank decreases, the concentration function is The polymer flocculant added to the coagulation mixing tank is increased to improve the concentration rate, the load on the dehydrator is reduced, the tank pressure of the coagulation mixing tank is lowered, and the sludge amount of the concentrated sludge is returned to the set value. This is a method for controlling the amount of raw sludge supplied to the dehydrator.

そして、原汚泥の汚泥性状が悪化して、濃縮機能付凝集混和槽に添加する高分子凝集剤を多くしても、濃縮汚泥の汚泥量が所定時間連続して規定値内に復帰しない時には、凝集混和槽に高分子凝集剤を添加してろ過性を改善して、脱水機に供給する凝集汚泥を増加させ、凝集混和槽のタンク内圧を低下させて濃縮汚泥の汚泥量を規定値内に復帰させる脱水機の原汚泥供給量一定制御方法である。   And even if the sludge properties of the raw sludge deteriorates and the amount of the polymer flocculant added to the coagulation mixing tank with a concentration function is increased, the sludge amount of the concentrated sludge does not return to the specified value continuously for a predetermined time, The polymer flocculant is added to the coagulation mixing tank to improve the filterability, the coagulation sludge supplied to the dehydrator is increased, the tank internal pressure of the coagulation mixing tank is decreased, and the sludge amount of the concentrated sludge falls within the specified value. This is a method for controlling the amount of raw sludge supplied to the dehydrator to be restored.

この発明に係る脱水機の原汚泥供給量一定制御方法を実施するための原汚泥供給量一定制御装置は、脱水機の前段に設ける汚泥の前処理装置において、一段目の濃縮機能付凝集混和槽に定量型汚泥ポンプと高分子供給ポンプを接続して、一定流量の原汚泥と高分子凝集剤を濃縮機能付凝集混和槽に供給し、フロックを生成させた汚泥からろ液を分離して汚泥濃度を調整すると共に、二段目の凝集混和槽に濃縮機能付凝集混和槽から濃縮汚泥を抜出す濃縮汚泥ポンプと高分子供給ポンプを連結して凝集混和槽でろ過性と凝集汚泥の抜出し量を調整し、脱水機に圧入する凝集汚泥の圧入圧を維持する脱水機の原汚泥供給量一定制御装置であり、脱水機前段に濃縮機能付凝集混和槽と標準的な凝集混和槽を併用し、汚泥ポンプと薬注ポンプの相互管理により、脱水機に供給する原汚泥の流量を一定とすることができる。   The raw sludge supply amount constant control device for carrying out the dewatering device raw sludge supply amount constant control method according to the present invention is a sludge pretreatment device provided at the front stage of the dehydrator, in the first stage coagulation mixing tank with a concentration function. A fixed-quantity sludge pump and a polymer feed pump are connected to the tank, and a constant flow of raw sludge and a polymer flocculant are supplied to the coagulation mixing tank with a concentration function, and the filtrate is separated from the sludge that has generated floc. Concentration sludge pump and polymer supply pump are connected to the second stage flocculation and mixing tank to extract the concentrated sludge from the flocculation and mixing tank with concentration function, and the filterability and the amount of flocculated sludge extracted in the flocculation and mixing tank. This is a device for controlling the amount of raw sludge supplied to the dehydrator to maintain the press-fitting pressure of the coagulated sludge that is injected into the dehydrator. , Mutual pipe of sludge pump and chemical injection pump Accordingly, it is possible to a constant flow rate of the raw sludge to be supplied to the dehydrator.

具体的な脱水機の原汚泥供給量一定制御装置は、二段目の凝集混和槽のタンク内圧を検知する圧力センサーと、圧力センサーの検知信号を受信して濃縮汚泥ポンプの回転数を制御する圧力流量制御器を配設し、凝集混和槽に圧送する濃縮汚泥の汚泥流量を調整して、凝集混和槽のタンク内圧を一定に維持すると共に、一段目の濃縮機能付凝集混和槽のタンク内圧を検知する圧力センサーと、圧力センサーの検知信号を受信して高分子供給ポンプの回転数を増減させる流量制御器と、回転数の増減の指令信号を受信して高分子供給ポンプの回転数を制御する固形物比例注入制御器を配設して、一定流量の原汚泥を濃縮機能付凝集混和槽に供給し、脱水機に圧入する凝集汚泥の圧入圧を規定値内に維持しながら、濃縮機能付凝集混和槽のタンク内圧の変動に伴い、濃縮機能付凝集混和槽に添加する高分子凝集剤の薬注率を調整して濃縮機能付凝集混和槽のタンク内圧を規定値内に維持させる脱水機の原汚泥供給量一定制御装置であり、濃縮機能付凝集混和槽で濃縮汚泥濃度を調整し、脱水機に投入する前に凝集混和槽で固形物処理量を調整することができる。   A specific control device for the raw sludge supply amount of the dehydrator controls the rotation speed of the concentrated sludge pump by receiving the pressure sensor for detecting the tank internal pressure of the second stage coagulation mixing tank and the detection signal of the pressure sensor. A pressure flow controller is installed to adjust the sludge flow rate of the concentrated sludge to be pumped to the flocculation mixing tank so that the tank internal pressure of the flocculation mixing tank is kept constant and the tank internal pressure of the flocculation mixing tank with the first concentration function is maintained. A pressure sensor that detects the pressure, a flow rate controller that receives the detection signal of the pressure sensor to increase or decrease the rotation speed of the polymer supply pump, and a command signal for increasing or decreasing the rotation speed to receive the rotation speed of the polymer supply pump A solid proportional injection controller to be controlled is installed to supply raw sludge at a constant flow rate to the coagulation mixing tank with a concentration function, and while maintaining the press-fitting pressure of the coagulated sludge to be injected into the dehydrator within the specified value, concentration is performed. Inside the tank of a functional coagulation mixing tank The amount of polymer flocculant added to the coagulation / mixing tank with concentration function is adjusted to keep the tank internal pressure of the coagulation / mixing tank with concentration function within the specified value. It is a control device, and the concentration of concentrated sludge can be adjusted in a coagulation mixing tank with a concentration function, and the amount of solid matter can be adjusted in the coagulation mixing tank before being put into a dehydrator.

更に、濃縮機能付凝集混和槽に添加する高分子凝集剤だけでは凝集改善が不十分で、濃縮汚泥の汚泥流量が規定値内に改善出来ない時には、濃縮汚泥の汚泥流量を検知する汚泥流量計と、検出した汚泥流量の検知信号を受信する流量制御器を配設し、凝集混和槽に高分子凝集剤を添加して、脱水機に供給する凝集汚泥の凝集状態を改善させる脱水機の原汚泥供給量一定制御装置である。   Furthermore, when only the polymer flocculant added to the flocculation / mixing tank with a concentration function is insufficient to improve the flocculation, and the sludge flow rate of the concentrated sludge cannot be improved within the specified value, the sludge flowmeter detects the sludge flow rate of the concentrated sludge. And a flow rate controller that receives a detection signal of the detected sludge flow rate, and a polymer coagulant is added to the coagulation mixing tank to improve the coagulation state of the coagulated sludge supplied to the dehydrator. This is a constant sludge supply amount control device.

この発明に係る脱水機の原汚泥供給量一定制御方法並びにその制御装置は、標準的な凝集混和槽の前段に濃縮機能付凝集混和槽を設置して、濃縮機能付凝集混和槽で濃縮汚泥濃度を調整し、脱水機に投入する前に凝集混和槽で固形物処理量を調整するもので、脱水機の余裕率が小さくなり、小さな脱水機を採用することが可能となる。原汚泥濃度の変動に対しては、濃縮機能付凝集混和槽と凝集混和槽のタンク内圧を検知して、凝集混和槽のタンク内圧を一定に維持しながら、一段目の濃縮機能付凝集混和槽の高分子凝集剤の添加量を調節して濃縮率を改善し、脱水性を改善することにより、脱水機での負荷を均等化することができる。そして、原汚泥の固形物処理量に変動があっても、脱水機に供給する凝集汚泥を基準値内に維持する脱水機の流量一定運転が可能となる。また、汚泥性状の悪化に対しては、濃縮機能付凝集混和槽のタンク内圧を検知して、一段目の濃縮機能付凝集混和槽の濃縮率を改善することにより、二段目の凝集混和槽への負荷軽減を図り原汚泥供給量一定制御が可能となる。必要に応じて、二段目の凝集混和槽の高分子凝集剤の添加量を増やせば、凝集改善が行われ、凝集汚泥のろ過性を改善して脱水機の処理量と含水率を均等化できる。   The method for controlling the amount of raw sludge supplied to a dehydrator according to the present invention and the control device thereof are provided with a coagulation mixing tank with a concentration function in the previous stage of a standard coagulation mixing tank, and the concentration of concentrated sludge in the coagulation mixing tank with a concentration function. The amount of solids processed is adjusted in the coagulation / mixing tank before being put into the dehydrator, so that the margin of the dehydrator is reduced and a small dehydrator can be employed. For fluctuations in the raw sludge concentration, the tank internal pressure of the coagulation mixing tank with concentration function and the tank internal pressure of the coagulation mixing tank are detected, and the tank internal pressure of the coagulation mixing tank is kept constant, while the coagulation mixing tank with the first concentration function By adjusting the amount of the polymer flocculant added to improve the concentration rate and improve the dewaterability, the load on the dehydrator can be equalized. And even if there are fluctuations in the solid matter throughput of the raw sludge, it is possible to perform a constant flow rate operation of the dehydrator that maintains the coagulated sludge supplied to the dehydrator within the reference value. In addition, for the deterioration of sludge properties, the tank internal pressure of the flocculation mixing tank with concentration function is detected and the concentration rate of the flocculation mixing tank with concentration function in the first stage is improved. This makes it possible to control the supply of raw sludge at a constant rate. If necessary, increasing the amount of polymer flocculant added to the second flocculation / mixing tank will improve flocculation, improve the filterability of the flocculated sludge, and equalize the dewaterer throughput and water content. it can.

この発明に係る脱水機の原汚泥供給量一定制御方法並びに原汚泥供給量一定制御装置を図面に基づき詳述すると、図1は脱水機の原汚泥供給量一定制御のための凝集処理フローであって、汚泥貯留槽1に連結した汚泥供給管2が密閉状の濃縮機能付凝集混和槽3の槽底に接続してあり、汚泥供給管2に配設した定量型汚泥ポンプSP1で、汚泥貯留槽1から常時一定流量の原汚泥Q1を濃縮機能付凝集混和槽3に供給する。定量型汚泥ポンプSP1の後方の汚泥供給管2にラインミキサー4が配設してあり、汚泥供給管2に連結した分岐管5から無機凝集剤Rを原汚泥Q1に添加し、ラインミキサー4で撹拌混合して金属塩を凝集させる。高分子凝集剤を貯留するポリマー溶解槽6に薬液供給管7が連結してあり、薬液供給管7をラインミキサー4の後方の汚泥供給管2に接続してある。薬液供給管7に高分子凝集剤P1の添加量を増減させる高分子供給ポンプPP1が配設してあり、高分子供給ポンプPP1で無機凝集剤Rと撹拌混合した一定流量の原汚泥Q1に高分子凝集剤P1を添加して、濃縮機能付凝集混和槽3に供給する。   The raw sludge supply amount constant control method and the raw sludge supply amount control device of the dehydrator according to the present invention will be described in detail with reference to the drawings. FIG. 1 is a flocculation process flow for the constant sludge supply amount control of the dehydrator. The sludge supply pipe 2 connected to the sludge storage tank 1 is connected to the tank bottom of the closed coagulation mixing tank 3 with a concentration function, and the sludge storage is performed by the fixed-quantity sludge pump SP1 disposed in the sludge supply pipe 2. The raw sludge Q1 having a constant flow rate is always supplied from the tank 1 to the coagulation mixing tank 3 with a concentration function. A line mixer 4 is disposed in the sludge supply pipe 2 behind the fixed-quantity sludge pump SP1, and the inorganic flocculant R is added to the raw sludge Q1 from the branch pipe 5 connected to the sludge supply pipe 2, and the line mixer 4 Stir and mix to coagulate the metal salt. A chemical solution supply pipe 7 is connected to a polymer dissolution tank 6 that stores the polymer flocculant, and the chemical solution supply pipe 7 is connected to the sludge supply pipe 2 behind the line mixer 4. The chemical solution supply pipe 7 is provided with a polymer supply pump PP1 for increasing or decreasing the amount of the polymer flocculant P1 added. The polymer supply pump PP1 is mixed with the inorganic flocculant R and mixed with the raw sludge Q1 having a constant flow rate. The molecular flocculant P1 is added and supplied to the flocculent mixing tank 3 with a concentration function.

図2は濃縮機能付凝集混和槽の縦断面図であって、濃縮機能付凝集混和槽3の頂壁に駆動機8が配設してあり、駆動機8に撹拌機9を連結してあり、撹拌機9の回転軸10が濃縮機能付凝集混和槽3の下半部に垂下し、回転軸10の下端に撹拌羽根11を止着してある。この撹拌羽根11は上下二段に45°に位相をずらせて取付けてあり、濃縮機能付凝集混和槽3の下部の周壁に撹拌羽根11に対向させて邪魔板12が配設してある。濃縮機能付凝集混和槽3の上半部の周壁にスクリーン13を張設して周部にろ液室14が形成してあり、回転軸10に止着したスクレーパ15をスクリーン13に摺接してある。スクレーパ15の下端部に周辺部を開口した円板状の仕切板16が止着してあり、濃縮機能付凝集混和槽3の下半部を凝集部A、上半部を濃縮部Bとしてある。濃縮機能付凝集混和槽3の槽底の流入管17から流入した無機凝集剤Rを混合した原汚泥Q1と高分子凝集剤P1を撹拌機9で撹拌混合して懸濁物質のフロックを生成させる。凝集部Aで凝集フロックを生成した汚泥は、上部の濃縮部Bに移送して、スクリーン13でろ液Sを分離しながら濃縮する。ろ液室14に流入したろ液Sはろ液抜出管18から排出し、ろ液Sの一部を分離して濃縮した濃縮汚泥Q2は濃縮汚泥取出管19から抜出す。   FIG. 2 is a longitudinal sectional view of the coagulation / mixing tank with concentration function, in which a drive unit 8 is disposed on the top wall of the coagulation / mixing tank 3 with concentration function, and a stirrer 9 is connected to the drive unit 8. The rotating shaft 10 of the stirrer 9 hangs down on the lower half of the aggregating and mixing tank 3 with a concentration function, and the stirring blade 11 is fixed to the lower end of the rotating shaft 10. This stirring blade 11 is attached to the upper and lower two stages with a phase shifted by 45 °, and a baffle plate 12 is disposed on the peripheral wall of the lower part of the coagulation mixing tank 3 with a concentration function so as to face the stirring blade 11. A screen 13 is stretched on the peripheral wall of the upper half of the agglomeration mixing tank 3 with a concentrating function, and a filtrate chamber 14 is formed in the peripheral part. A scraper 15 fixed to the rotary shaft 10 is slidably contacted with the screen 13. is there. A disc-shaped partition plate 16 having a peripheral portion opened to the lower end of the scraper 15 is fixed, and the lower half of the coagulation mixing tank 3 with a concentration function is the aggregation portion A and the upper half is the concentration portion B. . The raw sludge Q1 mixed with the inorganic flocculant R flowing in from the inflow pipe 17 at the bottom of the flocculent admixing tank 3 with the concentration function and the polymer flocculant P1 are stirred and mixed by the stirrer 9 to generate a floc of suspended substances. . The sludge that has generated the flocculated flocs in the flocculating part A is transferred to the upper concentrating part B and concentrated while separating the filtrate S on the screen 13. The filtrate S that has flowed into the filtrate chamber 14 is discharged from the filtrate extraction pipe 18, and the concentrated sludge Q 2 that is separated and concentrated by part of the filtrate S is extracted from the concentrated sludge extraction pipe 19.

図1に示すように、一段目の濃縮機能付凝集混和槽3の濃縮汚泥Q2を抜出す濃縮汚泥取出管19に連結した圧送管20が密閉状の二段目の標準的な凝集混和槽21の槽底に接続してあり、圧送管20に配設した濃縮汚泥ポンプSP2で濃縮汚泥Q2を凝集混和槽21に圧入する。高分子凝集剤P1を濃縮機能付凝集混和槽3に供給する高分子供給ポンプPP1の前段の薬液供給管7に薬液分岐管7aが連結してある。分岐した薬液分岐管7aの後端部が濃縮汚泥ポンプSP2の後方の圧送管20に連結してあり、薬液分岐管7aに高分子凝集剤P2を移送する高分子供給ポンプPP2が配設してある。濃縮機能付凝集混和槽3から濃縮汚泥ポンプSP2で抜出した濃縮汚泥Q2に、必要に応じて高分子凝集剤P2を添加して凝集混和槽21に圧送し、凝集混和槽21に配設した撹拌機22で撹拌混合して強固な凝集フロックを生成させる。凝集混和槽21に凝集汚泥Q3を抜出す圧入管23が連結してあり、圧入管23の後端にスクリュープレス24を配設してある。スクリュープレス24への凝集汚泥Q3の供給は、密閉した凝集混和槽21のタンク内圧で圧入管23から圧入して固液分離を行なう。この発明の実施例では、脱水機としてスクリュープレスを図示しているが、遠心脱水機、ベルトプレス、或いは、フイルタープレスであつても良いものである。   As shown in FIG. 1, a standard flocculation / mixing tank 21 of the second stage in which the pressure feed pipe 20 connected to the concentrated sludge extraction pipe 19 for extracting the concentrated sludge Q2 of the flocculation / mixing tank 3 with the concentration function of the first stage is sealed. The concentrated sludge Q2 is press-fitted into the flocculation and mixing tank 21 by the concentrated sludge pump SP2 disposed in the pressure feed pipe 20. A chemical solution branch pipe 7a is connected to the chemical solution supply pipe 7 in the preceding stage of the polymer supply pump PP1 that supplies the polymer coagulant P1 to the coagulation mixing tank 3 with a concentration function. The rear end of the branched chemical solution branch pipe 7a is connected to the pressure feed pipe 20 behind the concentrated sludge pump SP2, and a polymer supply pump PP2 for transferring the polymer flocculant P2 is disposed in the chemical solution branch pipe 7a. is there. The polymer flocculant P2 is added to the concentrated sludge Q2 extracted by the concentrated sludge pump SP2 from the coagulation-mixing tank 3 with a concentration function, if necessary, and pumped to the coagulation-mixing tank 21 and stirred in the coagulation-mixing tank 21. Stir and mix in machine 22 to produce a strong cohesive floc. A press-fit pipe 23 for extracting the coagulated sludge Q3 is connected to the coagulation-mixing tank 21, and a screw press 24 is disposed at the rear end of the press-fit pipe 23. The supply of the coagulated sludge Q3 to the screw press 24 is performed by solid-liquid separation by press-fitting from the press-in pipe 23 with the tank internal pressure of the closed coagulation mixing tank 21. In the embodiment of the present invention, a screw press is illustrated as a dehydrator. However, a centrifugal dehydrator, a belt press, or a filter press may be used.

図1に示すように、二段目の凝集混和槽21に圧力センサーPS2が配設してあり、濃縮汚泥Q2を圧送する凝集混和槽21のタンク内圧を検出する。検出した圧力センサーPS2の検知信号を受信する圧力流量制御器25が配設してあり、圧力流量制御器25には予め凝集混和槽21のタンク内圧の基準値を設定してある。汚泥濃度やろ過性の変化により、原汚泥Q1の固形物処理量が変動するが、スクリュープレス24は安定運転が必要であり、圧力流量制御器25は圧力センサーPS2が検知した圧力の検知信号を受信して、凝集混和槽21のタンク内圧を一定に維持するように、濃縮汚泥ポンプSP2の回転数を調整する。   As shown in FIG. 1, a pressure sensor PS2 is provided in the second stage agglomeration mixing tank 21, and the internal pressure of the agglomeration mixing tank 21 that pumps the concentrated sludge Q2 is detected. A pressure flow controller 25 for receiving the detected detection signal of the pressure sensor PS2 is disposed, and a reference value for the tank internal pressure of the coagulation mixing tank 21 is set in the pressure flow controller 25 in advance. Although the solid matter throughput of the raw sludge Q1 fluctuates due to changes in sludge concentration and filterability, the screw press 24 requires stable operation, and the pressure flow controller 25 outputs a pressure detection signal detected by the pressure sensor PS2. Receiving and adjusting the rotation speed of concentrated sludge pump SP2 so that the tank internal pressure of coagulation mixing tank 21 may be maintained constant.

図1に示すように、一段目の濃縮機能付凝集混和槽3のろ液の一部を分離する濃縮部Bに圧力センサーPS1が配設してあり、濃縮部Bのタンク内圧を検出する。汚泥性状や原汚泥濃度の変化により、濃縮機能付凝集混和槽3の濃縮部Bから抜出す濃縮汚泥Q2の抜出し量が変動し、濃縮機能付凝集混和槽3のタンク内圧が変化する。同時に、濃縮汚泥ポンプSP2の回転数を調整することにより、濃縮機能付凝集混和槽3から抜出す濃縮汚泥Q2の汚泥量が変動し、濃縮機能付凝集混和槽3のタンク内圧が変化する。圧力センサーPS1で濃縮機能付凝集混和槽3のタンク内圧を検出する検知信号を受信する流量制御器26が配設してある。流量制御器26には予め濃縮機能付凝集混和槽3のタンク内圧の基準値を設定してある。流量制御器26に固形物比例注入制御器27が接続してあり、濃縮機能付凝集混和槽3のタンク内圧が基準値の範囲外となった時、流量制御器26から高分子供給ポンプPP1の回転数の増減の指令信号を送信し、高分子凝集剤P1の基準値から添加量を増減させる。汚泥貯留槽1から常時一定流量の原汚泥Q1を抜出す汚泥供給管2に、濃度計Dと汚泥流量計F1が配設してあり、原汚泥Q1の汚泥濃度と汚泥流量の検知信号を固形物比例注入制御器27に送信し、原汚泥Q1の固形物処理量に対する高分子凝集剤P1の添加量を算定して、予め、高分子凝集剤P1の基準値を設定してある。この発明の実施例では、1分ごとに濃縮機能付凝集混和槽3のタンク内圧を圧力センサーPS1で検知して,その検知信号を流量制御器26に送信する。   As shown in FIG. 1, a pressure sensor PS1 is disposed in the concentrating part B for separating a part of the filtrate in the first-stage condensing and mixing tank 3 with a concentrating function, and detects the tank internal pressure of the concentrating part B. Due to changes in sludge properties and raw sludge concentration, the amount of concentrated sludge Q2 withdrawn from the concentration section B of the coagulation mixing tank 3 with concentration function varies, and the tank internal pressure of the coagulation mixing tank 3 with concentration function changes. At the same time, by adjusting the rotation speed of the concentrated sludge pump SP2, the sludge amount of the concentrated sludge Q2 withdrawn from the coagulation mixing tank 3 with the concentration function varies, and the tank internal pressure of the coagulation mixing tank 3 with the concentration function changes. A flow rate controller 26 for receiving a detection signal for detecting the tank internal pressure of the coagulation mixing tank 3 with the concentration function by the pressure sensor PS1 is provided. The flow rate controller 26 is set in advance with a reference value for the tank internal pressure of the coagulation mixing tank 3 with a concentration function. When the solids proportional injection controller 27 is connected to the flow rate controller 26 and the tank internal pressure of the coagulation mixing tank 3 with the concentration function falls outside the range of the reference value, the flow rate controller 26 controls the polymer supply pump PP1. A command signal for increasing / decreasing the number of revolutions is transmitted to increase / decrease the amount of addition from the reference value of the polymer flocculant P1. Concentration meter D and sludge flow meter F1 are installed in sludge supply pipe 2 that always draws raw sludge Q1 with a constant flow rate from sludge storage tank 1, and the detection signal of sludge concentration and sludge flow rate of raw sludge Q1 is solid. It is transmitted to the physical proportional injection controller 27, the amount of the polymer flocculant P1 added to the amount of the solid matter treated in the raw sludge Q1 is calculated, and the reference value of the polymer flocculant P1 is set in advance. In the embodiment of the present invention, the tank internal pressure of the coagulation mixing tank 3 with the concentration function is detected by the pressure sensor PS1 every minute, and the detection signal is transmitted to the flow rate controller 26.

流量制御器26は、送信された濃縮汚泥Q2の圧力の検知信号を基準値と比較して設定範囲外になった時、高分子凝集剤P1の添加率を増減させる指令を固形物比例注入制御器27に伝達する。流量制御器26の指令信号に基づき、固形物比例注入制御器27は高分子供給ポンプPP1の回転数を制御する。この発明の実施例では、設定時間の1分間に、高分子凝集剤P1の添加量の基準値0.5〜1.0%に対する濃縮機能付凝集混和槽3のタンク内圧が、連続して5kPa以上高い時には、高分子凝集剤P1の添加量を0.01ポイント増加させるように高分子供給ポンプPP1の回転数を調整する。濃縮機能付凝集混和槽3のタンク内圧が高くなる原因は、原汚泥Q1の原液濃度の増加やろ過性の悪化が予測される。原汚泥Q1のろ過性を改善し、濃縮機能付凝集混和槽3の濃縮率を上げて、濃縮汚泥Q2の汚泥量を減少させる。逆に、高分子凝集剤P1の添加量の基準値0.5〜1.0%に対する圧力が、1分間に連続して5kPa以上低い時には、高分子凝集剤P1を0.01ポイント減少させるように高分子供給ポンプPP1の回転数を調整する。濃縮機能付凝集混和槽3のタンク内圧が低くなる原因は、原液濃度の低下やろ過性の好転が予測される。   The flow controller 26 compares the transmitted detection signal of the pressure of the concentrated sludge Q2 with a reference value, and when it is out of the set range, commands to increase or decrease the addition rate of the polymer flocculant P1 are controlled in proportion to the solid matter. To the device 27. Based on the command signal of the flow controller 26, the solid proportional injection controller 27 controls the rotation speed of the polymer supply pump PP1. In the embodiment of the present invention, the tank internal pressure of the coagulation mixing tank 3 with the concentration function with respect to the reference value 0.5 to 1.0% of the addition amount of the polymer flocculant P1 is continuously 5 kPa for one minute of the set time. When the value is higher, the rotation speed of the polymer supply pump PP1 is adjusted so that the amount of the polymer flocculant P1 added is increased by 0.01 point. The reason why the tank internal pressure of the flocculation / mixing tank 3 with the concentration function increases is expected to be an increase in the concentration of the raw solution of the raw sludge Q1 and a deterioration in the filterability. The filterability of the raw sludge Q1 is improved, the concentration rate of the coagulation mixing tank 3 with a concentration function is increased, and the sludge amount of the concentrated sludge Q2 is reduced. On the contrary, when the pressure with respect to the reference value of 0.5 to 1.0% of the addition amount of the polymer flocculant P1 is 5 kPa or more continuously for 1 minute, the polymer flocculant P1 is decreased by 0.01 point. The rotation speed of the polymer supply pump PP1 is adjusted. The reason why the tank internal pressure of the flocculation / mixing tank 3 with a concentration function is low is expected to be a decrease in the concentration of the stock solution and an improvement in filterability.

濃縮機能付凝集混和槽3から濃縮汚泥Q2を抜出す濃縮汚泥ポンプSP2の後方近傍の圧送管20に汚泥流量計F3と、濃縮機能付凝集混和槽3に高分子凝集剤を添加する高分子供給ポンプPP2の後方近傍の薬液分岐管7aに薬液流量計F4が配設してある。濃縮機能付凝集混和槽3から抜出した濃縮汚泥Q2の汚泥流量を汚泥流量計F3で検知して、その検知信号を流量制御器28に送信する。濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を増減させるだけでは、濃縮機能付凝集混和槽3から抜き出す濃縮汚泥Q2の汚泥量が、連続5分間以上設定流量内に復帰しない場合には、流量制御器28は凝集混和槽21に高分子凝集剤P2を添加する高分子供給ポンプPP2の回転数を増減させる。濃縮汚泥Q2の汚泥量が規定値以内に増加しなければ、凝集混和槽21に圧送する高分子凝集剤P2を多くして、凝集混和槽21での凝集状態を改善する。また、濃縮汚泥Q2の汚泥量が規定値以内に低下しなければ、凝集混和槽21に添加する高分子凝集剤P2を減少させ、スクリュープレス24に供給する凝集汚泥Q3のろ過性を低下させる。   A polymer supply for adding a sludge flowmeter F3 to the pressure feed pipe 20 near the back of the concentrated sludge pump SP2 for extracting the concentrated sludge Q2 from the coagulation mixing tank 3 with a concentration function and a polymer flocculant to the coagulation mixing tank 3 with a concentration function. A chemical flow meter F4 is disposed in the chemical branch pipe 7a near the rear of the pump PP2. The sludge flow rate of the concentrated sludge Q2 extracted from the coagulation mixing tank 3 with a concentration function is detected by the sludge flow meter F3, and the detection signal is transmitted to the flow rate controller 28. When the amount of sludge of the concentrated sludge Q2 withdrawn from the coagulation / mixing tank 3 with the concentration function does not return to the set flow rate for more than 5 minutes continuously only by increasing / decreasing the polymer flocculant P1 added to the coagulation / mixing tank 3 with the concentration function. The flow controller 28 increases or decreases the rotational speed of the polymer supply pump PP2 for adding the polymer flocculant P2 to the flocculation mixing tank 21. If the sludge amount of the concentrated sludge Q2 does not increase within the specified value, the amount of the polymer flocculant P2 pumped to the flocculation mixing tank 21 is increased to improve the flocculation state in the flocculation mixing tank 21. Moreover, if the sludge amount of the concentrated sludge Q2 does not fall within a specified value, the polymer flocculant P2 added to the flocculation mixing tank 21 is reduced, and the filterability of the flocculated sludge Q3 supplied to the screw press 24 is lowered.

図3は脱水機の原汚泥供給量一定制御のブロック図であって、濃縮汚泥Q2を圧送する濃縮汚泥ポンプSP2は、凝集混和槽21のタンク内圧を検知する圧力センサーPS2が設定圧になるように、汚泥流量を変化させる運転をする。濃縮汚泥ポンプSP2による濃縮汚泥Q2の汚泥流量の調整と、原汚泥の性状変化や濃度変化により、濃縮機能付凝集混和槽3で濃縮して抜出す濃縮汚泥Q2の汚泥流量が変動する。脱水機の原汚泥供給量一定制御をするために、
(1)スクリュープレス24の運転を開始し、
(2)スクリュープレス24に凝集汚泥Q3を圧入する二段目の凝集混和槽21のタンク内圧を圧力センサーPS2で検出し、圧力流量制御器25で基準圧力の規定値と比較する。
(3)凝集混和槽21のタンク内圧が規定値より高くなった時には、一段目の濃縮機能付凝集混和槽3から抜出される濃縮汚泥Q2が減少する。
(4)濃縮機能付凝集混和槽3のタンク内圧を検知する圧力センサーPS1が、設定時間の1分間に、連続して規定値の上限より5kPa以上上昇した時に、
(5)濃縮機能付凝集混和槽3に供給する高分子凝集剤P1を規定値より0.01ポイント増やし、ろ過性を改善して濃縮機能付凝集混和槽3から排出するろ液量Sを増加させ、濃縮機能付凝集混和槽3のタンク内圧を下げる。
逆に、
(2)凝集混和槽21のタンク内圧を圧力センサーPS2で検出し、そのタンク内圧を圧力流量制御器25で規定値と比較する。
(6)凝集混和槽21のタンク内圧が規定値より低くなった時には、濃縮機能付凝集混和槽3から抜出す濃縮汚泥Q2が増加する。
(7)濃縮機能付凝集混和槽3のタンク内圧を検知する圧力センサーPS1が、設定時間の1分間連続して規定値の下限より5kPa以上下降した時、
(8)濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を規定値より0.01ポイント減らし、濃縮機能付凝集混和槽3から排出するろ液量Sを減少させ、濃縮機能付凝集混和槽3のタンク内圧を上昇させる。
FIG. 3 is a block diagram of the control of the constant amount of raw sludge supplied to the dehydrator. The concentrated sludge pump SP2 for pumping the concentrated sludge Q2 is configured so that the pressure sensor PS2 for detecting the tank internal pressure of the coagulation mixing tank 21 becomes the set pressure. In addition, the operation of changing the sludge flow rate is performed. By adjusting the sludge flow rate of the concentrated sludge Q2 by the concentrated sludge pump SP2 and changing the properties and concentration of the raw sludge, the sludge flow rate of the concentrated sludge Q2 that is concentrated and extracted in the coagulation mixing tank 3 with a concentration function varies. In order to control the amount of raw sludge supplied to the dehydrator,
(1) Start the operation of the screw press 24,
(2) The tank internal pressure of the second stage coagulation mixing tank 21 into which the coagulated sludge Q3 is press-fitted into the screw press 24 is detected by the pressure sensor PS2, and is compared with the specified value of the reference pressure by the pressure flow controller 25.
(3) When the tank internal pressure of the flocculation / mixing tank 21 becomes higher than the specified value, the concentrated sludge Q2 extracted from the flocculation / mixing tank 3 with the concentration function in the first stage decreases.
(4) When the pressure sensor PS1 that detects the tank internal pressure of the flocculation mixing tank 3 with the concentration function continuously rises by more than 5 kPa from the upper limit of the specified value in one minute of the set time,
(5) The polymer flocculant P1 supplied to the coagulation / mixing tank 3 with the concentration function is increased by 0.01 point from the specified value, the filterability is improved, and the amount of filtrate S discharged from the coagulation / mixing tank 3 with the concentration function is increased. And reduce the tank internal pressure of the coagulation mixing tank 3 with a concentration function.
vice versa,
(2) The tank internal pressure of the agglomeration mixing tank 21 is detected by the pressure sensor PS2, and the tank internal pressure is compared with a specified value by the pressure flow controller 25.
(6) When the tank internal pressure of the coagulation mixing tank 21 becomes lower than the specified value, the concentrated sludge Q2 extracted from the coagulation mixing tank 3 with the concentration function increases.
(7) When the pressure sensor PS1 that detects the tank internal pressure of the flocculation / mixing tank 3 with the concentration function is continuously lowered for 5 minutes from the lower limit of the specified value for 1 minute of the set time,
(8) Decrease the polymer flocculant P1 to be added to the coagulation / mixing tank 3 with the concentration function by 0.01 point from the specified value, reduce the amount of filtrate S discharged from the coagulation / mixing tank 3 with the concentration function, and coagulate with the concentration function. The tank internal pressure of the mixing tank 3 is increased.

濃縮汚泥Q2の汚泥流量が連続5分間以上、基準の設定値以内に復帰しない場合には、流量制御器28は凝集混和槽21に高分子凝集剤P2を添加する高分子供給ポンプPP2の回転数を増減させる。
(9)濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を増減させるだけでは、濃縮機能付凝集混和槽3から抜き出す濃縮汚泥Q2の汚泥流量が、設定時間の5分間連続して規定値の上限以上から復帰しない場合は、
(10)凝集混和槽21に圧入する濃縮汚泥Q2に、高分子凝集剤P2を規定値から0.01ポイント減少させて添加する。
(11)濃縮機能付凝集混和槽3から抜出す濃縮汚泥Q2の汚泥量が、設定時間の5分間連続して規定値の下限以下から復帰しない場合は、
(12)凝集混和槽21に圧入する濃縮汚泥Q2に、高分子凝集剤P2を規定値から0.01ポイント増加させて添加する。
上記の操作を繰返し、汚泥貯留槽1から常時一定流量の原汚泥Q1を濃縮機能付凝集混和槽3に供給し、濃縮機能付凝集混和槽3と凝集混和槽21の凝集状態を調整し、濃縮汚泥Q2とろ液Sの流量バランスを調和させる制御を行う。
When the sludge flow rate of the concentrated sludge Q2 does not return to the standard set value for 5 minutes or more continuously, the flow rate controller 28 rotates the rotation speed of the polymer supply pump PP2 that adds the polymer flocculant P2 to the flocculation mixing tank 21. Increase or decrease.
(9) By simply increasing or decreasing the polymer flocculant P1 added to the coagulation / mixing tank 3 with the concentration function, the sludge flow rate of the concentrated sludge Q2 extracted from the coagulation / mixing tank 3 with the concentration function is continuously defined for 5 minutes. If you do not recover from the upper limit of the value,
(10) The polymer flocculant P2 is added to the concentrated sludge Q2 that is press-fitted into the flocculation / mixing tank 21 with a decrease of 0.01 points from the specified value.
(11) If the sludge amount of the concentrated sludge Q2 withdrawn from the coagulation mixing tank 3 with the concentration function does not return from the lower limit of the specified value continuously for 5 minutes of the set time,
(12) The polymer flocculant P2 is added to the concentrated sludge Q2 that is press-fitted into the flocculation mixing tank 21 with an increase of 0.01 points from the specified value.
The above operation is repeated, and the raw sludge Q1 having a constant flow rate is always supplied from the sludge storage tank 1 to the coagulation mixing tank 3 with the concentration function, and the aggregation state of the coagulation mixing tank 3 with the concentration function and the coagulation mixing tank 21 is adjusted and concentrated. Control which harmonizes the flow rate balance of sludge Q2 and filtrate S is performed.

図1のフローチャートに基づき、脱水機前段の汚泥調質装置について、一段目に定量型汚泥ポンプSP1と高分子供給ポンプPP1を連結した濃縮機能付凝集混和槽3と、二段目に引抜き用の濃縮汚泥ポンプSP2と高分子供給ポンプPP2を連結した凝集混和槽21を直列に配設して、原汚泥Q1の汚泥濃度と汚泥性状の変化に対する現象と、高分子凝集剤の添加量を調節する対策を考察した。一段目の濃縮機能付凝集混和槽3へは定量型汚泥ポンプSP1で定流量運転とし、二段目の凝集混和槽21では凝集汚泥Q3のスクリュープレス24への圧入圧一定制御として、スクリュープレス24の安定運転を優先させた。凝集混和槽21のタンク内圧を検知する圧力センサーPS2が一定となるように、濃縮汚泥Q2の流量を変化させるよう濃縮汚泥ポンプSP2を制御することとした。そして、濃縮機能付凝集混和槽3への高分子凝集剤P1の薬注率は規定値とするが、汚泥性状の変動で濃縮性が悪くなった場合には、濃縮機能付凝集混和槽3のスクリーン13の目詰まりが懸念される。濃縮機能付凝集混和槽3のタンク内圧を圧力センサーPS1で検知して、タンク内圧が規定値の上限以上で濃縮機能付凝集混和槽3の高分子凝集剤P1の薬注率を、「設定薬注率+0.01ポイント」に増加させることとした。濃縮機能付凝集混和槽3の高分子凝集剤P1の薬注率を変化させても、濃縮汚泥Q2の汚泥流量が規定値の範囲に改善出来ない時には、凝集混和槽21に添加する高分子凝集剤P2の薬注率を、「設定薬注率+0.01ポイント」に増加させることとした。
表1は、濃縮機能付凝集混和槽3のタンク内圧、ろ液量、汚泥濃度と、標準的な凝集混和槽21のタンク内圧の現象に対し、対策として高分子凝集剤P1、P2の添加量の増減を示すものである。
Based on the flowchart of FIG. 1, the coagulation mixing tank 3 with a concentration function in which the quantitative sludge pump SP1 and the polymer supply pump PP1 are connected in the first stage, and the extraction sludge conditioning apparatus in the second stage is connected to the sludge conditioning apparatus in the first stage. A coagulation mixing tank 21 in which the concentrated sludge pump SP2 and the polymer supply pump PP2 are connected is arranged in series to adjust the phenomenon of changes in the sludge concentration and sludge properties of the raw sludge Q1 and the amount of addition of the polymer flocculant. We considered measures. The first stage coagulation-mixing tank 3 with a concentration function is operated at a constant flow rate by the quantitative sludge pump SP1, and the second stage coagulation-mixing tank 21 is controlled by a screw press 24 as a constant press-fitting pressure control of the coagulation sludge Q3 to the screw press 24. Prioritized stable operation. The concentrated sludge pump SP2 is controlled to change the flow rate of the concentrated sludge Q2 so that the pressure sensor PS2 for detecting the tank internal pressure of the flocculation mixing tank 21 is constant. And although the chemical injection rate of the polymer flocculant P1 to the flocculation / mixing tank 3 with the concentration function is set to a specified value, if the concentration becomes worse due to fluctuations in the sludge properties, There is a concern about clogging of the screen 13. The tank internal pressure of the coagulation mixing tank 3 with the concentration function is detected by the pressure sensor PS1, and when the tank internal pressure is equal to or higher than the upper limit of the specified value, the chemical injection rate of the polymer coagulant P1 in the coagulation mixing tank 3 with the concentration function is It was decided to increase the injection rate to “0.01 points”. If the sludge flow rate of the concentrated sludge Q2 cannot be improved within the specified range even if the chemical injection rate of the polymer flocculant P1 in the flocculation / mixing tank 3 with the concentration function is changed, the polymer flocculation to be added to the flocculation / mixing tank 21 The chemical injection rate of the agent P2 was increased to “set chemical injection rate + 0.01 points”.
Table 1 shows the amount of polymer flocculants P1 and P2 added as a countermeasure against the phenomenon of tank internal pressure, filtrate amount, sludge concentration in the coagulation mixing tank 3 with a concentration function and tank internal pressure in the standard coagulation mixing tank 21. Increase or decrease.

(1)原汚泥Q1の濃度が低下した時
現象:固形物処理量が減少するため、二段目の凝集混和槽21のタンク内圧が低下する。一段目の濃縮機能付凝集混和槽3から抜出す濃縮汚泥Q2の汚泥流量は増加して、濃縮機能付凝集混和槽3から排出するろ液Sの排出量が自然に減少する。凝集混和槽21に圧送する濃縮汚泥Q2の供給量を減らす必要がある。
操作1:濃縮機能付凝集混和槽3に添加する高分子凝集剤P1の添加量を少なくし、ろ過性を悪くすることにより濃縮汚泥Q2の汚泥量を減少させる。
操作2:尚も、濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を減少するだけでは、濃縮汚泥Q2の汚泥量が規定量以内に減少しなければ、凝集混和槽21に供給する高分子凝集剤P2を少なくして、凝集混和槽21での凝集状態を調整する。スクリュープレス24に供給する凝集汚泥Q3のろ過性を低下させれば、凝集混和槽21のタンク内圧を高めることができる。
(1) Phenomenon when the concentration of raw sludge Q1 is reduced: Since the amount of solids processed is reduced, the tank internal pressure of the second stage agglomeration mixing tank 21 is reduced. The sludge flow rate of the concentrated sludge Q2 withdrawn from the first-stage flocculation / mixing tank 3 with the concentration function increases, and the discharge amount of the filtrate S discharged from the flocculation / mixing tank 3 with the concentration function naturally decreases. It is necessary to reduce the supply amount of the concentrated sludge Q2 to be pumped to the flocculation / mixing tank 21.
Operation 1: The amount of the polymer flocculant P1 added to the flocculation / mixing tank 3 with the concentration function is decreased, and the sludge amount of the concentrated sludge Q2 is decreased by deteriorating the filterability.
Operation 2: If the amount of the sludge of the concentrated sludge Q2 does not decrease within the specified amount only by reducing the polymer flocculant P1 added to the coagulation / mixing tank 3 with the concentration function, it is supplied to the coagulation / mixing tank 21. The amount of the polymer flocculant P2 is reduced to adjust the aggregation state in the aggregation mixing tank 21. If the filterability of the coagulated sludge Q3 supplied to the screw press 24 is lowered, the tank internal pressure of the coagulation mixing tank 21 can be increased.

(2)原汚泥Q1の濃度が上昇した時
現象:固形物処理量が増加するため、スクリュープレス24の負荷が増加して、二段目の凝集混和槽21のタンク内圧が上昇し、凝集混和槽21に流入する濃縮汚泥Q2の汚泥量は減少する。一段目の濃縮機能付凝集混和槽3から排出する濃縮汚泥Q2の汚泥量が減少するため、濃縮機能付凝集混和槽3のタンク内圧PS1が上昇する。濃縮機能付凝集混和槽3から分離するろ液Sを増加させ、濃縮倍率を高める必要がある。
操作1:濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を増量すれば、濃縮機能付凝集混和槽3から排出する濃縮汚泥Q2の汚泥量が改善され、凝集混和槽21のタンク内圧が下がり、濃縮汚泥Q2を増加させることができる。
操作2:尚も、一段目の濃縮機能付凝集混和槽3に添加する高分子凝集剤P1の添加量だけでは、濃縮汚泥Q2の汚泥量が規定値内に増加しない場合には、二段目の凝集混和槽21に添加する高分子凝集剤P2を増加させて、スクリュープレス24に供給する凝集汚泥Q3のろ過性を改善すれば、濃縮汚泥Q2の汚泥量が増加して処理量が規定値内に戻る。
(2) Phenomenon when the concentration of raw sludge Q1 increases: Since the amount of solids processing increases, the load on the screw press 24 increases, the tank internal pressure of the second flocculation mixing tank 21 increases, and the flocculation mixing The amount of concentrated sludge Q2 flowing into the tank 21 decreases. Since the sludge amount of the concentrated sludge Q2 discharged from the first stage flocculation / mixing tank 3 with the concentration function decreases, the tank internal pressure PS1 of the flocculation / mixing tank 3 with the concentration function increases. It is necessary to increase the filtrate S to be separated from the flocculation / mixing tank 3 with a concentration function and increase the concentration ratio.
Operation 1: Increasing the amount of the polymer flocculant P1 to be added to the coagulation / mixing tank 3 with the concentration function improves the sludge amount of the concentrated sludge Q2 discharged from the coagulation / mixing tank 3 with the concentration function, and the tank internal pressure of the coagulation / mixing tank 21 Decreases, and the concentrated sludge Q2 can be increased.
Operation 2: If the amount of the sludge of the concentrated sludge Q2 does not increase within the specified value only by the addition amount of the polymer flocculant P1 added to the first stage agglomeration mixing tank 3 with the concentration function, the second stage If the polymer flocculant P2 added to the coagulation mixing tank 21 is increased to improve the filterability of the coagulated sludge Q3 supplied to the screw press 24, the amount of sludge of the concentrated sludge Q2 increases and the treatment amount becomes the specified value. Return inside.

(3)原汚泥Q1のろ過性が良くなった時
現象:二段目の凝集混和槽21のタンク内圧が低下し、凝集混和槽21に流入する濃縮汚泥Q2が増加する。自然に一段目の濃縮機能付凝集混和槽3から分離するろ液Sは減少し、濃縮機能付凝集混和槽3での濃縮率が低下する。
スクリュープレス24に供給する凝集汚泥Q3の濃縮倍率を抑えた運転が必要となる。
操作1:濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を減少すれば、濃縮機能付凝集混和槽3から抜出す濃縮汚泥Q2の濃縮率が低下して、凝集混和槽21のタンク内圧を規定値内に上昇させることができる。
操作2:尚も、濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を減少するだけでは、濃縮汚泥Q2の汚泥量が規定値以内に減少しなければ、凝集混和槽21に供給する高分子凝集剤P2を少なくして、凝集混和槽21での凝集状態を調整する。スクリュープレス24に供給する凝集汚泥Q3のろ過性を低下させれば、凝集混和槽21のタンク内圧を高めることができる。スクリュープレス24に供給する凝集汚泥Q3の濃縮率が減少して、所定の圧入圧となる。
(3) Phenomenon when the filterability of the raw sludge Q1 is improved: The tank internal pressure of the second flocculation / mixing tank 21 decreases, and the concentrated sludge Q2 flowing into the flocculation / mixing tank 21 increases. The filtrate S that naturally separates from the first stage flocculation / mixing tank 3 with the concentration function decreases, and the concentration rate in the flocculation / mixing tank 3 with the concentration function decreases.
The operation | movement which suppressed the concentration magnification of the coagulation sludge Q3 supplied to the screw press 24 is needed.
Operation 1: If the polymer flocculant P1 added to the flocculation / mixing tank 3 with the concentration function is decreased, the concentration rate of the concentrated sludge Q2 extracted from the flocculation / mixing tank 3 with the concentration function decreases, and the tank of the flocculation / mixing tank 21 The internal pressure can be raised within a specified value.
Operation 2: Still, if the amount of the sludge of the concentrated sludge Q2 does not decrease within the specified value only by reducing the polymer flocculant P1 added to the coagulation / mixing tank 3 with the concentration function, it is supplied to the coagulation / mixing tank 21. The amount of the polymer flocculant P2 is reduced to adjust the aggregation state in the aggregation mixing tank 21. If the filterability of the coagulated sludge Q3 supplied to the screw press 24 is lowered, the tank internal pressure of the coagulation mixing tank 21 can be increased. The concentration rate of the coagulated sludge Q3 supplied to the screw press 24 is reduced to a predetermined press-fitting pressure.

(4)原汚泥Q1のろ過性が悪化した時
現象:二段目の凝集混和槽21のタンク内圧が上昇し、凝集混和槽21に流入する濃縮汚泥Q2の汚泥量が減少する。
操作1:濃縮機能付凝集混和槽3に添加する高分子凝集剤P1を増加させ、濃縮機能付凝集混和槽3の濃縮率を上げる。濃縮機能付凝集混和槽3から排出する濃縮汚泥Q2が改善され、凝集混和槽21のタンク内圧が下がり、濃縮汚泥Q2の汚泥量を増加させることができる。
操作2:尚も、濃縮機能付凝集混和槽3に添加する高分子凝集剤P1だけでは凝集改善が不十分で、濃縮汚泥Q2の汚泥量が規定値内に復帰しない場合は、凝集混和槽21に高分子凝集剤P2を添加してスクリュープレス24に供給する凝集汚泥Q3のろ過性を改善すれば、凝集混和槽21のタンク内圧を規定値内に低下させ、濃縮汚泥Q2を増加させることができる。スクリュープレス24に供給する凝集汚泥Q3を圧入圧一定に維持すれば、安定した固液分離が行なえる。
(4) Phenomenon when the filterability of the raw sludge Q1 is deteriorated: The tank internal pressure of the second flocculation mixing tank 21 increases, and the amount of the sludge of the concentrated sludge Q2 flowing into the flocculation mixing tank 21 decreases.
Operation 1: The polymer flocculant P1 added to the coagulation mixing tank 3 with a concentration function is increased, and the concentration rate of the coagulation mixing tank 3 with a concentration function is increased. The concentrated sludge Q2 discharged from the flocculation / mixing tank 3 with the concentration function is improved, the tank internal pressure of the flocculation / mixing tank 21 is lowered, and the amount of sludge in the concentrated sludge Q2 can be increased.
Operation 2: Still further, when only the polymer flocculant P1 added to the flocculation / mixing tank 3 with the concentration function is insufficient in flocculation improvement and the amount of sludge of the concentrated sludge Q2 does not return to the specified value, the flocculation / mixing tank 21 If the filterability of the coagulated sludge Q3 supplied to the screw press 24 is improved by adding the polymer coagulant P2 to the tank, the tank internal pressure of the coagulation mixing tank 21 can be reduced to a specified value and the concentrated sludge Q2 can be increased. it can. If the coagulated sludge Q3 supplied to the screw press 24 is maintained at a constant press-fitting pressure, stable solid-liquid separation can be performed.

この発明に係る脱水機の原汚泥供給量一定制御方法並びにその制御装置は、濃縮機能付凝集混和槽と標準的な凝集混和槽を直列に配設し、一定流量の原汚泥を濃縮機能付凝集混和槽に供給し、脱水機に圧入する凝集汚泥の圧入圧を一定に保ちながら、濃縮機能付凝集混和槽のタンク内圧の変動に伴い、濃縮機能付凝集混和槽に添加する高分子凝集剤の薬注率を変化させて汚泥濃度を調整し、脱水機に投入する前に凝集混和槽の一定の圧入圧で固形物処理量を調整するので、凝集汚泥のろ過性を改善して脱水機の処理量と含水率を均等化できる。即ち、原汚泥濃度の変動や汚泥性状の悪化に対しても、処理量を一定にして後段への負荷を軽減し、脱水機での負荷を均等化することができるので、脱水機の原汚泥供給量一定運転が可能となり、脱水機の余裕率を少なくした適切な脱水機を採用することができる。従って、スクリュープレス、遠心分離機、ベルトプレス、或いは、フイルタープレス等の脱水機前段の汚泥調質装置に適するものである。   A method for controlling the amount of raw sludge supplied to a dehydrator according to the present invention and a control device thereof are provided by arranging a coagulation mixing tank with a concentration function and a standard coagulation mixing tank in series, and coagulating the raw sludge having a constant flow rate with a concentration function. The polymer flocculant to be added to the coagulation mixing tank with concentration function as the internal pressure of the coagulation mixing tank with concentration function fluctuates while keeping the pressure of the coagulation sludge supplied to the mixing tank and pressed into the dehydrator constant. The sludge concentration is adjusted by changing the chemical injection rate, and the amount of solid matter is adjusted with a constant press-fitting pressure in the coagulation mixing tank before being put into the dehydrator. Amount of treatment and moisture content can be equalized. In other words, even if the raw sludge concentration changes and sludge properties deteriorate, the amount of processing can be kept constant to reduce the load on the subsequent stage and the load on the dehydrator can be equalized. A constant supply amount operation is possible, and an appropriate dehydrator with a reduced margin of the dehydrator can be employed. Therefore, it is suitable for a sludge refining device in front of a dehydrator such as a screw press, a centrifuge, a belt press, or a filter press.

図1はこの発明に係る脱水機の原汚泥供給量一定制御のための凝集処理装置のフローチャートである。FIG. 1 is a flow chart of a flocculation processing apparatus for constant control of raw sludge supply amount of a dehydrator according to the present invention. この発明に係る濃縮機能付凝集混和槽の縦断面図である。It is a longitudinal cross-sectional view of the coagulation mixing tank with a concentration function which concerns on this invention. 同じく、脱水機の原汚泥供給量一定制御のブロック図である。Similarly, it is a block diagram of the raw sludge supply amount constant control of the dehydrator.

符号の説明Explanation of symbols

3 濃縮機能付凝集混和槽
21 凝集混和槽
25 圧力流量制御器
24 スクリュープレス
26、28 流量制御器
27 固形物比例注入制御器
F3 汚泥流量計
P1、P2 高分子凝集剤
PP1、PP2 高分子供給ポンプ
PS1、PS2 圧力センサー
Q1 原汚泥
Q2 濃縮汚泥
Q3 凝集汚泥
SP1 定量型汚泥ポンプ
SP2 濃縮汚泥ポンプ
S ろ液
3 Coagulation Mixing Tank 21 with Concentration Function Coagulation Mixing Tank 25 Pressure Flow Controller 24 Screw Press 26, 28 Flow Controller 27 Solid Proportion Injection Controller F3 Sludge Flowmeter P1, P2 Polymer Coagulant PP1, PP2 Polymer Supply Pump PS1, PS2 Pressure sensor Q1 Raw sludge Q2 Concentrated sludge Q3 Aggregated sludge SP1 Quantitative sludge pump SP2 Concentrated sludge pump S Filtrate

Claims (8)

定量型汚泥ポンプ(SP1)と高分子供給ポンプ(PP1)を連結した一段目の濃縮機能付凝集混和槽(3)と、濃縮汚泥ポンプ(SP2)と高分子供給ポンプ(PP2)を連結した二段目の凝集混和槽(21)を直列に配設し、凝集混和槽(21)のタンク圧により凝集汚泥(Q3)を脱水機(24)に圧入する汚泥の前処理装置において、一定流量の原汚泥(Q1)と所定量の高分子凝集剤(P1)を濃縮機能付凝集混和槽(3)に供給して濃縮汚泥濃度を調整し、ろ液(S)の一部を分離した濃縮汚泥(Q2)を凝集混和槽(21)に圧送して、凝集混和槽(21)のタンク内圧が一定となるように、濃縮汚泥ポンプ(SP2)の回転数を制御して、脱水機(24)に圧入する凝集汚泥(Q3)の圧入圧を維持した後、濃縮機能付凝集混和槽(3)のタンク内圧の変動に応じて、濃縮機能付凝集混和槽(3)に供給する高分子凝集剤(P1)の薬注率を変化させて濃縮機能付凝集混和槽(3)のタンク内圧を規定値内に維持し、更に、濃縮汚泥(Q2)の汚泥量が規定値内に改善出来ない時には、高分子凝集剤(P2)を凝集混和槽(21)に添加して、凝集汚泥(Q3)のろ過性を改善することを特徴とする脱水機の原汚泥供給量一定制御方法。   A first-stage coagulation mixing tank (3) with a concentrating function in which a quantitative sludge pump (SP1) and a polymer supply pump (PP1) are connected, and a second in which a concentrated sludge pump (SP2) and a polymer supply pump (PP2) are connected. In the sludge pretreatment device in which the flocculation / mixing tank (21) is arranged in series and the flocculated sludge (Q3) is pressed into the dehydrator (24) by the tank pressure of the flocculation / mixing tank (21). Concentrated sludge from which raw sludge (Q1) and a predetermined amount of polymer flocculant (P1) are supplied to the coagulation mixing tank with concentration function (3) to adjust the concentration of concentrated sludge and to separate a part of the filtrate (S) (Q2) is pumped to the flocculation / mixing tank (21), and the rotational speed of the concentrated sludge pump (SP2) is controlled so that the tank internal pressure of the flocculation / mixing tank (21) becomes constant, and the dehydrator (24). After maintaining the press-fitting pressure of the coagulated sludge (Q3) that is press-fitted into the coagulation, the coagulation with concentration function The flocculent mixing tank with concentration function (3) is changed by changing the chemical injection rate of the polymer flocculant (P1) to be supplied to the agglomeration mixing tank with concentration function (3) according to the fluctuation of the tank internal pressure of the Japanese tank (3). When the sludge amount of the concentrated sludge (Q2) cannot be improved within the specified value, the polymer flocculant (P2) is added to the coagulation mixing tank (21), A method for controlling the amount of raw sludge to be supplied to a dehydrator, characterized by improving the filterability of the coagulated sludge (Q3). 上記原汚泥(Q1)の汚泥濃度が低くなり、固形物処理量が減少して凝集混和槽(21)のタンク内圧が低下した時には、濃縮汚泥ポンプ(SP2)の回転数を上昇させて、脱水機(24)に圧入する凝集汚泥(Q3)の圧入圧を規定値内に維持した後、濃縮機能付凝集混和槽(3)に添加する高分子凝集剤(P1)の添加量を少なくして濃縮率を低下させ、脱水機(24)の負荷を増加して凝集混和槽(21)のタンク圧を上昇させ、濃縮汚泥(Q2)の汚泥量を設定値内に復帰させると共に、原汚泥(Q1)の汚泥濃度が高くなり、固形物処理量が増加して凝集混和槽(21)のタンク内圧が上昇した時には、濃縮汚泥ポンプ(SP2)の回転数を下降させて、脱水機(24)に圧入する凝集汚泥(Q3)の圧入圧を規定値内に維持した後、濃縮機能付凝集混和槽(3)に添加する高分子凝集剤(P1)を多くして濃縮率を改良し、脱水機(24)の負荷を軽減して凝集混和槽(21)のタンク圧を下降させ、濃縮汚泥(Q2)の汚泥量を設定値内に復帰させて、一定流量の原汚泥(Q1)を縮機能付凝集混和槽(3)に供給しながら、脱水機(24)に圧入する凝集汚泥(Q3)の供給圧を規定値内に維持させることを特徴とする請求項1に記載の脱水機の原汚泥供給量一定制御方法。   When the sludge concentration of the raw sludge (Q1) decreases, the solids processing amount decreases, and the tank internal pressure of the flocculation mixing tank (21) decreases, the rotational speed of the concentrated sludge pump (SP2) is increased and dewatered. After maintaining the press-fitting pressure of the coagulated sludge (Q3) injected into the machine (24) within the specified value, the amount of the polymer coagulant (P1) added to the coagulation mixing tank with concentration function (3) is reduced. The concentration rate is decreased, the load on the dehydrator (24) is increased, the tank pressure of the coagulation mixing tank (21) is increased, the sludge amount of the concentrated sludge (Q2) is returned to the set value, and the raw sludge ( When the sludge concentration in Q1) increases, the solids throughput increases, and the tank internal pressure in the flocculation mixing tank (21) rises, the rotational speed of the concentrated sludge pump (SP2) is lowered and the dehydrator (24) The press-fitting pressure of the coagulated sludge (Q3) that is press-fitted into the tank was maintained within the specified value. The concentration of the polymer flocculant (P1) added to the coagulation / mixing tank (3) with a concentration function is increased to improve the concentration rate, and the load on the dehydrator (24) is reduced to reduce the tank pressure of the coagulation / mixing tank (21). Is lowered, the sludge amount of the concentrated sludge (Q2) is returned to the set value, and the raw sludge (Q1) with a constant flow rate is supplied to the coagulation mixing tank (3) with a contraction function, while being supplied to the dehydrator (24). The method for controlling the amount of raw sludge to be supplied to a dehydrator according to claim 1, wherein the supply pressure of the coagulated sludge (Q3) to be injected is maintained within a specified value. 上記濃縮機能付凝集混和槽(3)に添加する高分子凝集剤(P1)の添加量を少なくしても、凝集混和槽(21)に圧送する濃縮汚泥(Q2)の汚泥量が所定時間連続して規定値以内に減少しない時には、凝集混和槽(21)に添加する高分子凝集剤(P2)を少なくして脱水機(24)に供給する凝集汚泥(Q3)のろ過性を低下させ、凝集混和槽(21)のタンク圧を上昇させて濃縮汚泥(Q2)の汚泥量を設定値内に復帰させると共に、高分子凝集剤(P1)の添加量を増加させても、濃縮汚泥(Q2)の汚泥量が所定時間連続して規定値内に増加しない時には、凝集混和槽(21)に添加する高分子凝集剤(P2)を多くして、脱水機(24)に圧入する凝集汚泥(Q3)のろ過性を改善し、凝集混和槽(21)のタンク圧を低下させて濃縮汚泥(Q2)の汚泥量を設定値内に復帰させることを特徴とする請求項2に記載の脱水機の原汚泥供給量一定制御方法。   Even if the amount of the polymer flocculant (P1) added to the flocculation / mixing tank with concentration function (3) is reduced, the amount of sludge in the concentrated sludge (Q2) fed to the flocculation / mixing tank (21) continues for a predetermined time. When it does not decrease within the specified value, the polymer flocculant (P2) added to the flocculation mixing tank (21) is reduced to reduce the filterability of the flocculated sludge (Q3) supplied to the dehydrator (24), Even if the sludge amount of the concentrated sludge (Q2) is returned to the set value by increasing the tank pressure of the coagulation mixing tank (21), the concentrated sludge (Q2) is increased even if the addition amount of the polymer flocculant (P1) is increased. When the sludge amount of) does not increase within the specified value continuously for a predetermined time, the amount of the polymer flocculant (P2) added to the flocculation mixing tank (21) is increased, and the flocculated sludge (P) is press-fitted into the dehydrator (24). The filterability of Q3) is improved and the tank pressure of the coagulation mixing tank (21) is reduced. Raw sludge supply amount constant control method of the dehydrator according to claim 2, characterized in that to return to the set value sludge amount of concentrated sludge (Q2) Te. 上記原汚泥(Q1)の汚泥性状が好転し、凝集混和槽(21)のタンク内圧が低下して、凝集混和槽(21)に圧送する濃縮汚泥(Q2)の汚泥量が増加した時には、濃縮機能付凝集混和槽(3)に添加する高分子凝集剤(P1)の添加量を少なくして濃縮率を低下させて、脱水機(24)の負荷を増加して凝集混和槽(21)のタンク圧を上昇させ、濃縮汚泥(Q2)の汚泥量を設定値内に復帰させると共に、原汚泥(Q1)の汚泥性状が悪化して凝集混和槽(21)のタンク内圧が上昇し、凝集混和槽(21)に圧送する濃縮汚泥(Q2)の汚泥量が減少した時には、濃縮機能付凝集混和槽(3)に添加する高分子凝集剤(P1)を多くして濃縮率を改良し、脱水機(24)の負荷を軽減して凝集混和槽(21)のタンク圧を下降させ、濃縮汚泥(Q2)の汚泥量を設定値内に復帰させることを特徴とする請求項1に記載の脱水機の原汚泥供給量一定制御方法。   When the sludge properties of the raw sludge (Q1) improve, the tank internal pressure of the flocculation / mixing tank (21) decreases and the amount of sludge in the concentrated sludge (Q2) pumped to the flocculation / mixing tank (21) increases. The concentration of the polymer flocculant (P1) added to the functional flocculation / mixing tank (3) is decreased to reduce the concentration rate, and the load on the dehydrator (24) is increased to increase the load of the flocculation / mixing tank (21). The tank pressure is increased to return the sludge amount of the concentrated sludge (Q2) to the set value, and the sludge properties of the raw sludge (Q1) are deteriorated to increase the tank internal pressure of the agglomeration mixing tank (21). When the amount of sludge in the concentrated sludge (Q2) pumped to the tank (21) decreases, the concentration rate is improved by increasing the polymer flocculant (P1) added to the coagulation mixing tank (3) with a concentration function. Reducing the load on the machine (24) and lowering the tank pressure of the coagulation mixing tank (21), Raw sludge supply amount constant control method of the dehydrator according to claim 1, characterized in that to return to the set value sludge of reduced sludge (Q2). 上記原汚泥(Q1)の汚泥性状が悪化して、濃縮機能付凝集混和槽(3)に添加する高分子凝集剤(P1)を多くしても、濃縮汚泥(Q2)の汚泥量が所定時間連続して規定値内に復帰しない時には、凝集混和槽(21)に高分子凝集剤(P2)を添加してろ過性を改善して、脱水機(24)に供給する凝集汚泥(Q3)の汚泥量を増加させ、凝集混和槽(21)のタンク内圧を低下させて規定値内に復帰させることを特徴とする請求項4に記載の脱水機の原汚泥供給量一定制御方法。   Even if the sludge properties of the raw sludge (Q1) deteriorate and the amount of the polymer flocculant (P1) added to the coagulation / mixing tank with concentration function (3) is increased, the amount of sludge in the concentrated sludge (Q2) remains at a predetermined time. When it does not continuously return to the specified value, the polymer flocculant (P2) is added to the flocculation / mixing tank (21) to improve the filterability, and the flocculated sludge (Q3) supplied to the dehydrator (24) The method for controlling the amount of raw sludge to be supplied to a dehydrator according to claim 4, wherein the amount of sludge is increased and the tank internal pressure of the coagulation mixing tank (21) is reduced to return to a specified value. 脱水機(24)の前段に設ける汚泥の前処理装置において、一段目の濃縮機能付凝集混和槽(3)に定量型汚泥ポンプ(SP1)と高分子供給ポンプ(PP1)を接続して、一定流量の原汚泥(Q1)と高分子凝集剤(P1)を濃縮機能付凝集混和槽(3)に供給し、フロックを生成させた汚泥からろ液(S)を分離して汚泥濃度を調整すると共に、二段目の凝集混和槽(21)に濃縮機能付凝集混和槽(3)から濃縮汚泥(Q2)を抜出す濃縮汚泥ポンプ(SP2)と高分子供給ポンプ(PP2)を連結して凝集混和槽(21)でろ過性と凝集汚泥(Q3)の抜出し量を調整し、脱水機(24)に圧入する凝集汚泥(Q3)の圧入圧を維持することを特徴とする脱水機の原汚泥供給量一定制御装置。   In the sludge pre-treatment device provided in the front stage of the dehydrator (24), the fixed-type sludge pump (SP1) and the polymer supply pump (PP1) are connected to the first stage coagulation mixing tank with a concentration function (3), and fixed The raw sludge (Q1) and the polymer flocculant (P1) at a flow rate are supplied to the coagulation mixing tank (3) with a concentration function, and the filtrate (S) is separated from the sludge that has generated flocs to adjust the sludge concentration. At the same time, the concentrated sludge pump (SP2) for extracting the concentrated sludge (Q2) from the agglomeration mixing tank (3) with a concentration function and the polymer supply pump (PP2) are connected to the second stage agglomeration mixing tank (21) for aggregation. The raw sludge of the dehydrator characterized by adjusting the filterability and the extraction amount of the coagulated sludge (Q3) in the mixing tank (21) and maintaining the press-fitting pressure of the coagulated sludge (Q3) to be press-fitted into the dehydrator (24) Supply amount constant control device. 上記二段目の凝集混和槽(21)のタンク内圧を検知する圧力センサー(PS2)と、圧力センサー(PS2)の検知信号を受信して濃縮汚泥ポンプ(SP2)の回転数を制御する圧力流量制御器(25)を配設し、凝集混和槽(21)に圧送する濃縮汚泥(Q2)の汚泥流量を調整して、凝集混和槽(21)のタンク内圧を一定に維持すると共に、一段目の濃縮機能付凝集混和槽(3)のタンク内圧を検知する圧力センサー(PS1)と、圧力センサー(PS1)の検知信号を受信して高分子供給ポンプ(PP1)の回転数を増減させる流量制御器(26)と、回転数の増減の指令信号を受信して高分子供給ポンプ(PP1)の回転数を制御する固形物比例注入制御器(27)を配設して、一定流量の原汚泥(Q1)を濃縮機能付凝集混和槽(3)に供給し、脱水機(24)に圧入する凝集汚泥(Q3)の圧入圧を規定値内に維持しながら、濃縮機能付凝集混和槽(3)のタンク内圧の変動に伴い、濃縮機能付凝集混和槽(3)に添加する高分子凝集剤(P1)の薬注率を調整して濃縮機能付凝集混和槽(3)のタンク内圧を規定値内に維持させることを特徴とする請求項6に記載の脱水機の原汚泥供給量一定制御装置。   A pressure sensor (PS2) for detecting the tank internal pressure of the second stage flocculation mixing tank (21) and a pressure flow rate for receiving the detection signal of the pressure sensor (PS2) and controlling the rotational speed of the concentrated sludge pump (SP2) The controller (25) is arranged to adjust the sludge flow rate of the concentrated sludge (Q2) to be pumped to the flocculation mixing tank (21) so that the tank internal pressure of the flocculation mixing tank (21) is maintained at a constant level. Sensor (PS1) for detecting the tank internal pressure of the coagulation mixing tank (3) with concentration function, and flow control for increasing / decreasing the rotation speed of the polymer supply pump (PP1) upon receiving the detection signal of the pressure sensor (PS1) And a solid proportional injection controller (27) for receiving a command signal for increasing / decreasing the rotational speed and controlling the rotational speed of the polymer supply pump (PP1), and providing a raw sludge having a constant flow rate. (Q1) coagulation and mixing with concentration function Concentrate as the internal pressure of the coagulation mixing tank with concentration function (3) changes while maintaining the press-fitting pressure of the coagulated sludge (Q3) supplied to (3) and pressed into the dehydrator (24) within the specified value. The tank internal pressure of the coagulation-mixing tank with concentration function (3) is maintained within a specified value by adjusting the chemical injection rate of the polymer coagulant (P1) added to the coagulation-mixing tank with function (3). The raw sludge supply amount constant control apparatus of the dehydrator according to claim 6. 上記濃縮汚泥(Q2)の汚泥流量を検知する汚泥流量計(F3)と、検出した汚泥流量の検知信号を受信する流量制御器(28)を配設し、凝集混和槽(21)に高分子凝集剤(P2)を添加して、脱水機(24)に供給する凝集汚泥(Q3)の凝集状態を改善させることを特徴とする請求項7に記載の脱水機の原汚泥供給量一定制御装置。   A sludge flow meter (F3) for detecting the sludge flow rate of the concentrated sludge (Q2) and a flow rate controller (28) for receiving a detection signal of the detected sludge flow rate are disposed, and a polymer is provided in the coagulation mixing tank (21). 8. The constant sludge supply amount control device for a dehydrator according to claim 7, wherein a coagulant (P2) is added to improve the coagulation state of the coagulated sludge (Q3) supplied to the dehydrator (24). .
JP2005334199A 2005-11-18 2005-11-18 Method for controlling raw sludge supply amount of dehydrator and its control device Expired - Fee Related JP4496489B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2005334199A JP4496489B2 (en) 2005-11-18 2005-11-18 Method for controlling raw sludge supply amount of dehydrator and its control device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005334199A JP4496489B2 (en) 2005-11-18 2005-11-18 Method for controlling raw sludge supply amount of dehydrator and its control device

Publications (2)

Publication Number Publication Date
JP2007136347A JP2007136347A (en) 2007-06-07
JP4496489B2 true JP4496489B2 (en) 2010-07-07

Family

ID=38199838

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2005334199A Expired - Fee Related JP4496489B2 (en) 2005-11-18 2005-11-18 Method for controlling raw sludge supply amount of dehydrator and its control device

Country Status (1)

Country Link
JP (1) JP4496489B2 (en)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5176625B2 (en) * 2008-03-19 2013-04-03 株式会社石垣 Constant moisture content control method and moisture content constant control device in screw press
JP4953099B2 (en) * 2008-06-23 2012-06-13 株式会社石垣 Screw press with agglomeration device
JP5087053B2 (en) * 2009-07-07 2012-11-28 株式会社奥村組 Muddy water dewatering method and system
JP5372717B2 (en) * 2009-11-26 2013-12-18 三機工業株式会社 Coagulation stirring tank, sludge treatment system, and method of operating sludge treatment system
JP5240232B2 (en) * 2010-04-23 2013-07-17 株式会社石垣 Control system and control device
CN103347824B (en) * 2010-12-10 2016-01-13 水翼株式会社 anaerobic treatment method and device
JP5728506B2 (en) * 2011-02-10 2015-06-03 水ing株式会社 Sludge aggregation method and apparatus
JP5999877B2 (en) * 2011-06-20 2016-09-28 株式会社タクマ Sludge treatment system
JP5846037B2 (en) * 2012-05-10 2016-01-20 株式会社石垣 Constant press-fitting pressure control method in screw press
JP5846038B2 (en) * 2012-05-10 2016-01-20 株式会社石垣 Constant press-fitting pressure control method in screw press
CA2818506A1 (en) * 2012-07-03 2014-01-03 Tomoe Engineering Co., Ltd. Sludge processing system and storage medium storing a program for controlling an operation of a sludge processing system thereon
JP6270328B2 (en) * 2013-03-29 2018-01-31 株式会社クボタ Sludge concentration and dehydration system
JP6209370B2 (en) * 2013-06-17 2017-10-04 水ing株式会社 Sludge aggregation apparatus and method, and sludge treatment apparatus
CN113526838A (en) * 2021-07-30 2021-10-22 城康(上海)生态科技有限公司 Sludge dewatering process

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000325997A (en) * 1999-05-18 2000-11-28 Ishigaki Co Ltd Sludge concentration apparatus
JP2004344832A (en) * 2003-05-26 2004-12-09 Tsurumi Mfg Co Ltd Flocculant supply method in sludge dehydrator and apparatus therefor

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000325997A (en) * 1999-05-18 2000-11-28 Ishigaki Co Ltd Sludge concentration apparatus
JP2004344832A (en) * 2003-05-26 2004-12-09 Tsurumi Mfg Co Ltd Flocculant supply method in sludge dehydrator and apparatus therefor

Also Published As

Publication number Publication date
JP2007136347A (en) 2007-06-07

Similar Documents

Publication Publication Date Title
JP4496489B2 (en) Method for controlling raw sludge supply amount of dehydrator and its control device
JP2006289308A (en) Method and apparatus for controlling operation in differential velocity rotary concentrator
JP5176625B2 (en) Constant moisture content control method and moisture content constant control device in screw press
JP3570293B2 (en) Sludge thickener
JP2010058039A (en) Sludge dewatering apparatus and sludge dewatering method
JP2010057997A (en) Sludge dewatering apparatus and method
JP2004074066A (en) Rotary pressure dehydrator having control means
JP5041299B2 (en) Operation control method of screw press connected to rotary concentrator
JP5041298B2 (en) Operation control method of screw press connected to rotary concentrator
JP6008288B2 (en) Screw press sludge dewatering device and operation control method thereof
JP3680994B2 (en) Sewage sludge treatment method
US10654015B2 (en) Method for controlling rapid stirrer, and rapid stirrer
JP2010247044A5 (en)
JP2010247043A5 (en)
KR20040067702A (en) Automatic control method of investing amount of flocculant for treatment room of purity water to detect real time image of floc
JP4785454B2 (en) Method and apparatus for adjusting sludge solids supply in sludge dewatering machine
JP5240232B2 (en) Control system and control device
JP4079807B2 (en) Coagulation sedimentation equipment
JP5327159B2 (en) Sludge concentration and dehydration system and control method thereof
JP4403849B2 (en) Aggregation processing method and apparatus
JP2002355507A (en) Flocculating and settling equipment and its controlling method
JP6489444B2 (en) Screw shaft torque constant control method in screw press
JP2002239600A (en) Flocculation reaction vessel
JP2007029805A (en) Apparatus for concentrating sludge
JP3937826B2 (en) Aggregation processing equipment

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20071024

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20100311

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100318

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100331

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130423

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 4496489

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140423

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees